Numerical simulation of tidal flow field in the Qiantang Estuary bends(钱塘江河口弯道潮流场的数值模拟)

ZHULi-li(祝丽丽); SUNZhi-lin(孙志林); HUANGSai-hua(黄赛花); XIAShan-shan(夏珊珊); SUNPing-feng(孙平锋)

doi:zjup/1008-9497.2007.34.3.351-356

Zhejiang Daxue xuebao. Lixue ban (May 2007)

Numerical simulation of tidal flow field in the Qiantang Estuary bends(钱塘江河口弯道潮流场的数值模拟)

ZHULi-li(祝丽丽),
SUNZhi-lin(孙志林),
HUANGSai-hua(黄赛花),
XIAShan-shan(夏珊珊),
SUNPing-feng(孙平锋)

Affiliations

ZHULi-li(祝丽丽): Department of Hydraulic and Ocean Engineering, Zhejiang University, Hangzhou 310028, China(浙江大学水利与海洋工程系，浙江　杭州　310028)
SUNZhi-lin(孙志林)
HUANGSai-hua(黄赛花): Department of Hydraulic and Ocean Engineering, Zhejiang University, Hangzhou 310028, China(浙江大学水利与海洋工程系，浙江　杭州　310028)
XIAShan-shan(夏珊珊): Department of Hydraulic and Ocean Engineering, Zhejiang University, Hangzhou 310028, China(浙江大学水利与海洋工程系，浙江　杭州　310028)
SUNPing-feng(孙平锋): Department of Hydraulic and Ocean Engineering, Zhejiang University, Hangzhou 310028, China(浙江大学水利与海洋工程系，浙江　杭州　310028)

DOI
Journal volume & issue: Vol. 34, no. 3
pp. 351 – 356

Abstract

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钱塘江河口潮流错综复杂，依靠零星的实测潮流资料无法全面描述其流场特征.本文采用Deldt3D模型对钱塘江河口闻家堰至仓前河段的潮流场进行二维数值模拟，着重研究了河口弯道的流场特性.结果表明，河口弯道流场具有跟无潮河流弯道显著不同的特性，如弯道流速向下游递增；涨、落急主流线分歧；涨、落潮流对丁坝工程的响应不同，以及下游弯道水面横比降大于上游弯道.

Published in Zhejiang Daxue xuebao. Lixue ban

ISSN: 1008-9497 (Print)
Publisher: Zhejiang University Press
Country of publisher: China
LCC subjects: Science: Mathematics: Instruments and machines: Electronic computers. Computer science; Science: Physics
Website: https://www.zjujournals.com/sci/EN/1008-9497/home.shtml

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